WESLEY CHAPEL AREA ROADWAY NEEDS STUDY BUILD-OUT ANALYSIS

WESLEY CHAPEL AREA ROADWAY NEEDS STUDY BUILD-OUT ANALYSIS (BEARDSLEY DRIVE/OLDWOODS AVENUE NEED STUDY) Prepared for: Metropolitan Planning Organization Prepared by: Tindale Oliver and Associates, Inc. March 6, 213 COPR 11977 6.12

Executive Summary The Metropolitan Planning Organization (MPO) undertook a study of the need to develop two new transportation corridors in southeast, one for Beardsley Dr. and one for Oldwoods Av. Their locations are identified in Figure ES 1. The corridors are identified in the MPO s current Long Range Transportation Plan, and are required by the County s Rightof Way Preservation Ordinance (Section 91, Land Development Code). The study was undertaken from the perspective of a build out analysis of long term transportation and circulation needs, using the adopted Tampa Bay Regional (Transportation) Planning Model (TBRPM). The study provided for interaction with interested parties through three project progress meetings and three presentations to the MPO, the Pasco County Development Review Committee, and the Board of County Commissioners. Opportunity for public comment was provided at each of these hearings. Recommendations of the study are: To preserve rights of way to support four lane roadways in both corridors, from Meadow Pointe Blvd. to US 31 for Oldwoods Av. and from Mansfield Rd. to US 31 for the Beardsley Dr. corridor, and To advance the planning process for both of these corridors into route alignment studies. Route alignment studies are needed to identify more exact alignments, traffic operational requirements, right of way needs, stormwater treatment strategies, and pond requirements so that land developments adjacent to the roadways can be planned compatibly with the intended function of the two roadways. In addition, the recommendations are consistent with guidance provided by the Institute of Transportation Engineers Recommended Practice Planning Urban Roadway Systems specifically the objectives of: providing a network that provides a scale suitable for transit, pedestrian, and bicycle travel, routing alternatives, and developing networks with more frequently spaced roadways rather than relying on sparse networks of wide arterials. Wesley Chapel Area Roadway Needs Study Page ES 1 Tindale Oliver and Associates, Inc. March, 213

Figure ES 1: Study Area and Corridor Locations Shops at Wiregrass SR 581 Oldwoods Av Hillsborough County Beardsley Dr Legend Existing Road Planned Road Study Road County Line Environmentally Sensitive Area Wesley Chapel Area Roadway Needs Study Page ES 2 Tindale Oliver and Associates, Inc. March, 213

WESLEY CHAPEL AREA ROADWAY NEEDS STUDY BUILD-OUT ANALYSIS (BEARDSLEY DRIVE/OLDWOODS AVENUE NEED STUDY) Table of Contents Chapter 1: Introduction... 1 1 Chapter 2: Growth Forecast... 2 1 Chapter 3: Travel Demand Estimates... 3 1 Chapter 4: Recommendation... 4 1 List of Figures 1 1 Study Area... 1 2 List of Tables 2 1 Coverage of Study Area Development Approvals... 2 1 3 1 Summary of Network Alternative Performance... 3 3 Appendices A. Socio Economic Data Forecast... A 1 B. Network Alternative Testing Results... B 1 Wesley Chapel Area Roadway Needs Study Page i Tindale Oliver and Associates, Inc. March, 213

WESLEY CHAPEL AREA ROADWAY NEEDS STUDY BUILD-OUT ANALYSIS (BEARDSLEY DRIVE/OLDWOODS AVENUE NEED STUDY) Chapter 1: Introduction Southern, along the S.R. 54 and S.R. 56 corridors, has developed rapidly over the past decade, with the construction of thousands of homes and supporting retail service developments. In some areas, travel demands are exceeding the capacity of existing transportation facilities. As the area continues to develop, early agreement is needed on the location and character of new and/or enhanced transportation facilities and services to allow compatible land use planning and development design. Planning for transportation corridors allows developments to be designed to accommodate and to take advantage of the transportation facilities, neighborhood serving land uses can be strategically located, and subdivisions can be designed to protect sensitive land uses from the negative effects of intrusive traffic. The specific issue of interest addressed in this study is the need for and potential future configuration of the Beardsley Drive and the Oldwoods Avenue corridors in the southeast portion of the County. The locations of these two corridors are illustrated in Figure 1 1. The two corridors are identified in the Metropolitan Planning Organization s (MPO s) adopted Long Range Transportation Plan, and reservation of land for these corridors is required by s Right of Way Preservation ordinance, Section 91 of the Land Development Code (LDC). Two private interests have questioned the need for these two corridors, and the LDC provides for a study to evaluate the long term need for them. This study addresses that study option. Relinquishing a potential transportation corridor is a significant decision. Once a corridor is relinquished, it is very difficult and costly to recover both financially and from the perspective of disrupting peoples lives. Thus, careful consideration of the long term needs for circulation in this area is necessary. Study Approach The geographic scope of the study is also illustrated in Figure 1 1. The study road network extended from SR/CR 581 on the west to US 31 on the east, and from Cross Creek Blvd on the south (in the City of Tampa) to SR 54 on the north, inclusive of the boundary roads. This area measures approximately 5.5 miles north to south, and 9.5 miles east to west. Wesley Chapel Area Roadway Needs Study Page 1 1 Tindale Oliver and Associates, Inc. March, 213

Figure 1 1: Study Area Wesley Chapel Area Roadway Needs Study Page 1 2 Tindale Oliver and Associates, Inc. March, 213

For evaluating future year travel demands, a larger traffic shed was used, as illustrated in Figure 1 1. An estimated build out planning horizon was used for the study area, surrounded by a 25 growth projection for the surrounding areas, and the adopted 235 growth projections for all other areas of the Tampa Bay Regional (Transportation) Planning Model (TBRPM). These projections were developed in coordination with the Growth Management Department. While the Right of Way Preservation ordinance allows for a transportation planning study to be undertaken to customize the requirements of the ordinance, no study procedure has been officially developed or adopted. Thus, general guidance of a publication of the Institute of Transportation Engineers, Planning and Designing Urban Roadway Systems, A Proposed Recommended Practice was consulted. This document lays out guidelines and principles by which a transportation network should be designed. Some of these principles include: Providing modal alternatives Reducing dependence on arterial roads Providing for alternate routes to reach a destination Providing a network with corridor spacing that promotes mobility for all modes specifically corridor spacing of approximately one mile. These principles were applied in conjunction with applications of the TBRPM, which served as the primary analysis tool for the study. Geographic Context South is separated from the major employment centers of Hillsborough County by well fields and wetlands. The major road corridors that provide for north south travel across these well fields and wetlands include US 31, Morris Bridge Road, Bruce B. Downs/CR 581, and I 75. The area of interest lies between Bruce B. Downs Blvd. and Morris Bridge Rd. Since there are no north south corridors between Bruce B. Downs Blvd. and Morris Bridge Rd., the predominant direction of travel demand is for east west movements. To provide a sense of the scale of the area under consideration, the 5.5 mile by 9.5 mile study area was compared to existing conditions in west. The distance from US 19 to Little Rd (CR 1) is approximately 4.5 miles, and the distance from SunRay Dr./Perrine Ranch Rd. to SR is approximately 9.5 miles. In west, travel demands are mostly in the north south direction due to the Gulf of Mexico on the west and wetlands to the east. Additional comparisons of the study area with west are made throughout this report. Wesley Chapel Area Roadway Needs Study Page 1 3 Tindale Oliver and Associates, Inc. March, 213

Chapter 2: Growth Forecast Since the decision to relinquish a roadway corridor is essentially a permanent decision, a look at very long term circulation needs is appropriate. For this purpose, a forecast of build out dwellings and employment was made, reflecting currently approved developments, where available, or assumptions regarding possible changes to current land use designations. Staff of each MPO represented in the TBRPM had developed growth projections for 235 and 25, so it was necessary only to develop a build out forecast for the smallest traffic shed area illustrated in Figure 1 1. Appendix A provides a traffic analysis zone map and tables documenting the assumptions on which the land use data for each traffic analysis zone was based. In some cases, the existing traffic analysis zones were divided to create more realistic loadings to the planned road network. Table 2 1: Coverage of Study Area Development Approvals Status Total Area Developable Area Only Acres % of Total Acres % of Total Developed 3,728 16% 3,728 19% Approved/Pending Wetlands 3,262 14% Developable 14,381 62% 14,381 73% Subtotal 17,6 76% Vacant Wetlands 373 2% Developable 1,5 6% 1,5 8% Subtotal 1,848 8% Total,218 1% 19,583 1% The status of development approvals and where assumptions were made for growth in the 25 and Build Out traffic sheds are summarized in Table 2 1. The table indicates that of these traffic shed areas, already approved developments or already developed lands account for 21,371 acres, and the upland area for which growth assumptions were made comprised 1,5 acres, or only 6 percent of these traffic shed areas. For the areas where growth assumptions were made, densities typical of the current land use plan designations were assumed. The total number of dwellings assumed in the 25 plus build out traffic shed area is 114,2, approximately 2.5 times the number of existing dwellings. Growth in employment was to 82,24, approximately 4.2 times the number of existing employees. The difference in employment growth compared to residential growth is indicative of the high proportion of residential uses in the area now. has established incentives and policies in its comprehensive plan and land development regulations to encourage the development of employment based land uses. By way of comparison, in 26 west included,27 dwellings and 21,9 employees. For the Build Out area (the smaller traffic shed within ) the number of dwellings and employees were 2,4 and 9,54, respectively. From the perspective of Wesley Chapel Area Roadway Needs Study Page 2 1 Tindale Oliver and Associates, Inc. March, 213

residential dwellings, southeast is expected to become a community of residential size comparable to west today. While similar in residential size, the lower proportion of employment would suggest many residents would have to leave southeast when commuting to work creating longer and more directionally oriented peak hour trips than in west. Wesley Chapel Area Roadway Needs Study Page 2 2 Tindale Oliver and Associates, Inc. March, 213

Chapter 3: Travel Demand Estimates The TBRPM was applied to five alternative road networks. Plots of the networks, indicating the number of lanes and 235 peak season daily traffic volumes are provided in Appendix B. In addition, tables summarizing the model output traffic volumes, adjustments to estimate AADT, and comparison of volumes to roadway service volumes (capacity), by road segment are also provided. In this chapter, several general observations applicable to all alternative networks tested are provided, then specific features of the individual networks are discussed. Finally, general conclusions drawn from comparing the networks with each other are discussed. The five alternative networks tested are as follows: The No Build scenario, with neither Beardsley Dr. nor Oldwoods Av., The Oldwoods Only scenario, with Oldwoods Av. as a 4 lane major collector roadway, but no further improvements to Beardsley Dr., With Beardsley Dr. as a 2 lane major collector roadway, but not Oldwoods Av., With both Oldwoods Av. as a 4 lane major collector and Beardsley Dr. as a 2 lane major collector, and With Oldwoods Av. as a 2 lane major collector roadway, and Beardsley Dr. as a 4 lane major collector roadway. Noteworthy observations that apply to all of the scenarios tested are: All networks included the development of Overpass Road (to the north of SR 54, serving the proposed Pasadena Hills development area), having a new interchange with I 75 at Overpass Rd. (approximately mid way between SR 54 and SR ). By 235, very heavy traffic volumes are forecasted on I 75, as well as on SR 54 and SR 56 at their interchanges with I 75. Neither the Cost Feasible Plan nor the Needs Plan provide solutions that maintain level of service D, or even E, conditions in the interchanges of I 75 with these two State highways. Even though the TBRPM did not exhibit substantial changes in future traffic volumes at these roads resulting from each tested alternative, the County should take advantage of opportunities to develop additional crossings between the east and west sides of I 75 at other locations to reduce congestion and provide the community with route choices. Future volume forecasts also indicate high traffic volumes on SR 56 at SR 581, and at Mansfield Blvd. volumes that approach the need for grade separation. Provision of route alternatives would defer the need for such facilities, and provide alternate travel routes for those who can take advantage of them. Beardsley Dr. more naturally attracts more traffic than Oldwoods Av. because (in conjunction with County Line Rd.) it provides a near continuous corridor from Dale Mabry Highway on the west, over I 75, and into the study area, and potentially to US 31. This is a distance of 16 miles. In the future, a connection will be made from County Line Rd. into the Cypress Creek Town Center regional shopping center, providing secondary access to the center from the east, west, and south. At Mansfield Rd. and to Wesley Chapel Area Roadway Needs Study Page 3 1 Tindale Oliver and Associates, Inc. March, 213

its east, however, discontinuity is introduced via an off set intersection and limited right of way width as it traverses through a residential development. Oldwoods Av., by contrast, cannot be extended west of Meadow Point Blvd. without substantial disruption to existing residential subdivisions and environmentally sensitive lands. Thus, it s continuity can be maintained only from Meadow Point Blvd. eastward to US 31, a distance of only 5.5 miles. In the final network testing, it appears that a role of community collector roadway is appropriate, serving the adjacent subdivisions and on which community facilities, such as parks, libraries, schools, neighborhoodserving retail, government services, community centers, and houses of worship might be located. Specific results associated with each network alternative are discussed below. Network Test 1: No Build Scenario Neither Beardsley Dr. or Oldwoods Av. are developed in this scenario. This scenario served as a benchmark scenario to which other alternatives were compared, as discussed below. Network Test 2: Oldwoods Av. (4 lanes) Only Oldwoods Av. was tested as a four lane major collector roadway extending continuously from Meadow Pointe Blvd. to US 31. It attracted from 16, to 3, vehicles per day (vpd), which can be comfortable served with a mixture of two and four lane road sections. Network Test 3: Beardsley Dr. (2 lanes) Only Beardsley Dr. was tested as a two lane major collector roadway extending, in combination with County Line Rd., essentially continuously from Dale Mabry Highway to US 31. In the study area, it attracted from 11, to 15, vehicles per day, which can be comfortably served by a two lane roadway. Network Test 4: Oldwoods Av. (4 lanes) and Beardsley Dr. (2 lanes) This scenario represented a combination of network tests 2 and 3. The daily traffic volumes attracted by Oldwoods Av. were lower, ranging from 12, to 2,, but still requiring a mix of two and four lane road sections for comfortable service. Volumes attracted by Beardsley Dr. did not change much, ranging from 1, to 16,. Network Test 5: Oldwoods Av. (2 lane) and Beardlsey Dr. (4 lane) In light of the above observations, a final network test was undertaken that better aligned the roadway network to the travel demand trends observed in the above tests. This involved the concept of developing the County Line Rd. / Beardsley Dr. alignment as a major corridor, and Oldwoods Av. as a lower scale community collector road. Traffic volumes on Beardsley were in the 25, to 3, vehicles per day range, requiring a four lane roadway. In this test, Oldwoods Av. attracted volumes in the 5, to 12, vpd range, suitable for a two lane roadway throughout. Wesley Chapel Area Roadway Needs Study Page 3 2 Tindale Oliver and Associates, Inc. March, 213

Table 3 1: Summary of Network Alternative Performance Alternative Pk Hr VMT Pk Hr VHT Pk Hr Avg Speed (mph) Weighted V/C Ratio Pk Hr VHT Reduction Daily VHT Reduction Savings / Day Savings / Year 25-Year Saving No-Build 278,755 12,2 22.77 1.53 $ $ $ Build-Out Oldwoods Ave (4D) 277,85 12,21 22.77 1.36 92 $1,683 $54,83 $8,79,28 Build-Out Beardsley Dr (2D) 278,811 12,7.22 1.29 4 7 $9,595 $2,878,5 $5,124,6 Build-Out Beardsley Dr (2D) & Oldwoods Ave (4D) 278,9 11,99.26 1.19 2 567 $1,4 $3,94,3 $53,882,3 Build-Out Beardsley Dr (4D) & Oldwoods Ave (2D) 282,885 11,84.89 1.18 42 94 $16,456 $4,936,736 $85,964,121 Table 3 1 compares the performance of the network tests in a summary fashion. The table summarizes the vehicle miles of travel and vehicle hours of travel in the study network. These values are based on the volumes and congested travel times on road segments from the TBRPM model. Beardsley Dr. and Oldwoods Av. comprise only 9 percent of the lane miles of that network, and carry approximately 7 percent of the travel. As a result, the effects of the network changes may appear small, but the longer term implications are worthwhile, as discussed below. The network alternatives are listed in order of their testing, which also corresponds to their order of effectiveness. As the networks advance, the number of vehicle miles travelled increases, yet the number of vehicle hours of travel decreases. The implication of increased vehicle miles of travel is that in this very congested area, provision of additional facilities provides relief to other facilities, and additional travel is attracted into this network. Even as additional travel is attracted into the network, the vehicle hours of travel decrease, indicating better alignment of facilities with travel demands and less congestion as the network alternatives are advanced. The weighted v/c ratio is a measure incorporated into the County s Comprehensive Plan Transportation Element to monitor the level of congestion in the transportation system. The trend indicated is also consistent with the average speed indications as the alternatives advance, less congestion results. Values of the weighted v/c ratio near 1. indicate that the average degree of congestion is at level of service D, which means that roughly half of the travel in the study network is forecasted to occur on roads operating at loadings that are more congested than the traditional standard. The value of the time savings of the alternative improvement plans is also summarized in Table 3 1. The peak hour travel times are compared, and the time savings for each alternative against the no build scenario were computed. The peak hour time savings were expanded to a daily time savings (2.25 times the peak hour savings), and daily monetary savings (based on 1.3 persons per vehicle and $14 per person hour) were computed. The daily time savings were converted to yearly savings (assuming 3 equivalent weekdays per year), and the present value of 25 years of these savings were then estimated (assuming a 3 percent per year discount rate). Even though the time savings on a single day may appear small in the summary table, the estimated potential savings to travelers in the study road network over a 25 year period is $86 million. These potential savings are based only on time savings, and do not include fuel or vehicle operating costs. The magnitude of potential savings would justify the expenditure of public funds to implement the improvements. Wesley Chapel Area Roadway Needs Study Page 3 3 Tindale Oliver and Associates, Inc. March, 213

By way of comparison to west, the total build out daily traffic volumes estimated for the east west roads in the study area is 126,3, and (with Beardsley Dr. and Oldwoods Av.) is served by five transportation corridors (Beardsley Dr., Oldwoods Av., SR 56, Chancey Rd., and SR 54) with 2 lanes. In this case, Oldwoods Av. is a relatively short corridor. In west, a total north south daily traffic volume of 1,1 daily trips was served in 21 on essentially five north south corridors (US 19, Washington St./Grand Blvd., Congress St./Madison St., Rowan Rd., and Little Rd.) also with 2 lanes. The similarities are apparent, so the development of a transportation network in southeast with five corridors and 2 lanes is likely to provide a quality of service comparable to that currently provided to west. The compatibility of the transportation network to serve alternate modes is also a relevant planning issue. In particular, transit service, bicycle travel, and even some pedestrian travel will occur on this network. A network that has few parallel roads and poor connectivity requires travel of greater distances to reach desired destinations. With a finer arterial/collector grid network, shorter paths become available for travel, improving accessibility to transit routes and the attractiveness of walking or bicycling for some trips. Another issue that is affected by road network design is the ability of the system to absorb the effects of incidents. If an incident, such as a traffic crash, a roadway or utility maintenance issue, a sinkhole, or other event were to occur that disrupts traffic flow, it is attractive to have alternate routes available within a reasonable distance to accommodate displaced travel. In the absence of Beardsley Dr. and Oldwoods Av., there would be no alternate east west roadway corridor from SR/CR 581 to Morris Bridge Rd., (or US 31), between Cross Creek Blvd. in Tampa and SR 56 in a distance of 3. to 3.8 miles. If, for example, traffic flow on SR 56 is disrupted, traffic would either have to detour one to two miles northward to Chancey Rd. or SR 54, or 3.8 miles southward to Cross Creek Blvd. in Tampa. Wesley Chapel Area Roadway Needs Study Page 3 4 Tindale Oliver and Associates, Inc. March, 213

Chapter 4: Recommendation In light of the foregoing analysis, the following is recommended: Preserve right of way for four lane roadways for both Beardsley Dr. and Oldwoods Av. The right of way for Beardsley Dr. should extend from Mansfield Blvd. to US 31, and the right of way for Oldwoods Av. should extend from Meadow Pointe Blvd. to US 31, and Advance the planning process for both of these corridors into route alignment studies. Route alignment studies are needed to identify more exact alignments, traffic operational requirements, right of way needs, stormwater treatment strategies, and pond requirements so that land developments adjacent to the roadways can be planned compatibly with the intended function of the two roadways. The recommendations are consistent with guidance provided by the Institute of Transportation Engineers Recommended Practice Planning Urban Roadway Systems specifically the objectives of: providing adequate capacity for expected travel demands, providing a network at a scale suitable for transit, pedestrian, and bicycle travel, providing for routing alternatives for normal daily traffic flow as well as incident management purposes, and developing networks with more frequently spaced roadways rather than relying on sparse networks of wide arterials. Wesley Chapel Area Roadway Needs Study Page 4 1 Tindale Oliver and Associates, Inc. March, 213

Appendix A Socio Economic Data Forecast Wesley Chapel Area Roadway Needs Study Page A 1 Tindale Oliver and Associates, Inc. March, 213

Socioeconomic Data Comparison TAZ # Dwelling Units Employment 26 Build-Out 26 235 25 Build-Out 26 235 25 Build-Out 63 63 1 65 65 1 151 179 179 64 64 878 1,63 1,5 1,5 184 4 289 289 65 65 28 5 35 35 1,7 1,979 2,4 2,4 66 66 1,129 1,616 2,15 2,15 113 213 2 2 67 4 67 76 699 257 483 63 26 27 762 3 762 6 68 68 1,2 2,111 2,6 2,6 922 1,148 1,1 1,1 69 69 2,397 3,266 4,73 4,73 1,129 1,3 1,818 1,818 72 72 9 1, 1,27 1,27 675 1,13 1,384 1,384 73 73 1,64 1,7 1,9 1,9 981 1,629 1,995 1,995 74 74 1,658 2, 3,5 3,5 726 911 1,117 1,117 75 75 1,988 2,224 2,773 2,773 2 296 365 365 76 76 861 1,216 1,516 1,516 2 85 987 987 484 484 5 358 185 253 5 29 38 358 763 951 5 5 1,162 1,663 2,74 2,74 6 274 5 5 2266 2266 561 845 1,2 1,2 4 5 1,459 1,459 227 227 824 1,2 1,2 1,2 15 253 291 291 2271 2271 6 1,4 1,295 649 76 516 577 2,3 2274 2274 261 261 261 188 1,7 2,161 2,161 2275 2275 5 5 9 3,56 3,6 4,727 2276 2276 1,2 2,356 2,4 2,4 1,116 1,512 1,562 1,816 2277 2277 662 1,65 1,65 1,65 268 1,15 1,15 1,15 2278 2278 1,962 1,962 1,38 26 4,177 4,829 371 2279 2279 1,39 1,375 1,13 73 228 228 13 1,1 1,1 1,729 2 17 222 2 2281 2281 2,536 2,536 3,149 56 796 5,286 2282 2282 768 768 95 13 13 2283 2283 28 8 8 74 1 15 2284 2284 3 3 1,175 2 1 545 2285 2285 56 56 625 26 256 689 2287 2287 4 1,24 1,24 1,24 11 1,3 1,693 1,693 2288 2288 974 1,77 1,77 1,77 1 398 398 398 2289 2289 128 128 26 2,196 2,616 4,887 229 229 1,14 1,455 1,455 1,455 138 1,5 1,753 1,753 2291 2291 285 671 671 671 681 771 771 771 2292 2292 6 271 271 6 1,9 1,25 982 2293 2293 3 1,57 1,57 1,5 129 4,279 5,148 1,176 2294 2294 1,874 2,167 2,167 2,167 37 57 63 63 2295 2295 2,12 4,4 4,4 3,94 91 1,763 2,6 4,29 24 24 1,8 2,572 2,572 1 9 1,125 1,125 25 25 1,7 1,958 1,958 1 66 75 75 26 26 5 1,7 2,1 2,1 27 288 349 349 27 27 61 1,559 1,559 2,255 53 571 669 1,42 28 28 1,78 1,124 13 2,3 2,351 3 1,8 1,685 8 1,87 683 29 29 1,2 1,368 1,568 1,568 81 11 2 2 A - 1

Socioeconomic Data Comparison TAZ # Dwelling Units Employment 26 Build-Out 26 235 25 Build-Out 26 235 25 Build-Out 2 2 1,885 3,75 3,75 3,75 117 187 216 216 21 21 5 1,57 1,57 1,219 1 1,15 1,35 1,585 22 22 1,19 28 73 1,496 1,496 261 5 81 7 1,721 3,39 3,39 3,39 5 8 97 97 24 24 56 749 87 87 55 515 518 518 25 25 4 68 873 873 157 157 168 168 26 26 1,545 1,684 1,965 1,965 49 49 56 56 27 27 892 1,12 1,114 1,114 57 57 61 61 28 28 836 1,17 1,57 1,57 38 54 176 176 29 29 112 938 938 829 115 6 564 262 3 3 875 364 622 1,658 1,658 35 171 172 82 1,2 35 615 1,537 1,537 2,2 66 2,191 2,191 6,694 1 194 253 253 82 87 88 88 65 64 64 64 82 138 148 148 34 34 15 155 367 367 12 138 664 664 37 37 2 939 939 77 395 485 763 38 38 8 8 8 1,559 96 1 72 39 39 4 4 2,7 1 1,273 1,273 4,988 4 4 26 1,4 1,493 1,493 7 715 2,29 2,29 362 5 6 6 1 116 1 1 161 791 791 1,214 4 4 264 112 29 29 1,284 16 16 59 373 373 2,78 11 14 14 54 49 49 1,72 1,491 2,138 2,138 49 49 88 88 51 51 9 977 1,18 1,18 684 78 745 745 54 54 1,27 1,47 1,537 1,537 39 92 92 55 55 1,2 1,749 1,983 1,983 391 48 553 553 56 56 4 4 3 6 6 6 57 57 595 6 69 69 1,164 1,362 1,513 1,513 58 58 495 53 519 519 29 29 5 5 59 59 51 2 558 558 134 134 173 173 6 6 365 565 845 845 8 574 1,7 1,7 Total,351 92,69 13,6 114,2 19,639 55,81 68,828 82,111 A - 2

2284 56 A B 2285 2293 CR 581 581 CR MANSFIELD BLVD BLVD MANSFIELD 29 3 37 BLVD GALL BLVD GALL 68 69 KINNAN ST ST KINNAN 75 39 28 COURT ST ST COURT RD LANE RD LANE RD ALLEN RD S ALLEN S ST 2TH ST 2TH Legend County Line 31 t u Study Area TAZs Non-Study Area TAZs RRDD BBRR IIDD GGEE 762 CROSS CREEK CREEK BLVD BLVD CROSS 26 H i 763 llsborough County 76 BLVD PRESERVE BLVD OAK PRESERVE OAK 761 58 AVENUE C AVENUE C DRIVE GROVE DRIVE PALM GROVE PALM TUCKER RD RD TUCKER 2295 67 56 RD CHANCEY RD CHANCEY OLDWOODS AVE AVE OLDWOODS 25 NORTH BLVD BLVD NORTH 27 56 A B 38 BEARDSLEY DR DR BEARDSLEY 66 24 2294 CO OUN C UNTY TY LI LINE NE RD RD 31 t u MMOO RRRR IISS 54 CR 2289 2292 E COUNTY COUNTY LINE LINE RD RD E 2283 55 54 CR 54 CR RD SPRINGS RD CRYSTAL SPRINGS CRYSTAL 2282 83 54 A B 21 22 2281 56 A B 54 A B 228 WYNDFIELDS BLVD BLVD WYNDFIELDS SR 581 581 SR 2279 MEADOW POINTE POINTE BLVD BLVD MEADOW CCHH BBLL VVDD CCRR 55/ /W WE ESS LLEE YY 75 D BLV TER POR 2278 54 A B 29 GEIGER RD RD GEIGER 54 RD COATS RD COATS 28 EIL E ILA AN ND DB BLLV VD D.. 27 2 ROAD BRIDGE ROAD MORRIS BRIDGE MORRIS 2276 NE N EW WR RIV IVE ER RR RD DE EX XTT 2275 31 t u ST 7TH 54 A B XTT EX SE SS AS PA YP BY SB ILLLS -HIL ZZ-H DEAN DAIRY RD DAIRY RD DEAN BLVD EILAND BLVD EILAND 2271 WIRE RD RD WIRE KING RD FORT KING RD FORT CR 579 579 HANDCART HANDCART RD RD CR CCUU RRLL EEYY 75 RRDD BOYETTE RD RD BOYETTE O SC PA D OL AD RO 484 F BBRR UUCC EE BB DDOO W W NNSS UUSS 11 BBLL VVDD 275 A-3 1 2 4 Miles Map A-1 Study Area TAZs

Appendix B Network Alternative Testing Results In this appendix, worksheets and maps associated with each alternative are identified by using page numbers in the format B xx yy, where xx corresponds to the scenario and yy is the page number within the scenario. The scenarios are numbered as follows: 1. 26 Model Validation 2. Build Out Condition, No Build Scenario 3. Build Out Condition, Oldwoods Av. (4 lane) Only Scenario 4. Build Out Condition, Beardsley Dr. (2 lane) Only Scenario 5. Build Out Condition, Oldwoods Av. (4 lane) and Beardsley Dr. (2 lane) Scenario 6. Build Out Condition, Oldwoods Av. (2 lane) and Beardsley Dr. (4 lane) Scenario Wesley Chapel Area Roadway Needs Study Page B 1 Tindale Oliver and Associates, Inc. March, 213

51 21 14 14 14 14 51 14 35 12 45 71 37 24 62 12 45 12 35 12 45 12 35 35 12 24 35 12 35 35 62 35 2 4 1 Miles F 26 Validation Roadway Network, TAZs, Area Types, and Facility Types Map B-1 Legend 2 Lanes 3 Lanes 4 Lanes 6 Lanes 8 Lanes County Line Study Area TAZs Non-Study Area TAZs Hillsborough County Hillsborough County Area Type FacilityType ## ## B - 1-1

51 21 14 14 51 14 51 51 24 22 45 12 71 62 22 12 22 24 22 24 62 24 24 22 24 22 45 62 45 45 22 12 45 62 12 24 24 24 45 22 22 24 12 45 12 24 22 22 22 22 22 45 45 45 22 12 45 2 4 1 Miles F 235 Cost Affordable Roadway Network, TAZs, Area Types, and Facility Types Map B-2 Legend 2 Lanes 3 Lanes 4 Lanes 6 Lanes 8 Lanes County Line Study Area TAZs Non-Study Area TAZs Hillsborough County Hillsborough County Area Type FacilityType ## ## B - 1-2

6696 879 4 5358 2754 21 4955 8563 151 51 396 1 3964 1212 95 1862 762 1868 831 35 6884 5576 113 23 28114 1465 175 955 6155 79 3666 762 154 36591 4283 8666 28895 8 3538 2121 31 5829 316 24 16 9 66 1967 696 88 5511 3594 218 21 84 11263 3876 687 8614 65 7859 3838 15 45 816 17 48 8489 612 5139 35 6227 49 262 12692 866 129 79 5956 765 73 27 62 16 595 1174 84 66 1727 22 55 894 5915 24 9825 1171 14 186 11164 64 2238 257 6 785 3779 1 89 3 26 9 14 2 87 51 385 13573 1549 35 7 1296 729 3 2 126 22989 849 21966 164 177 1381 22554 3 5456 91 12248 1185 12225 134 127 11663 42 17 986 1899 1778 6825 74 6945 1873 2534 98 539 5867 873 1851 958 3748 9 85 4863 11686 27 4578 1215 1661 134 38 1196 2979 36 7818 266 95 2974 784 2177 556 15553 17 128 22157 1299 15121 229 229 1291 13937 Hillsborough County 6884 1 2 4 F 26 Miles B - 1-3 Legend ## TAZs 2 Lanes 3 Lanes 4 Lanes 6 Lanes 8 Lanes Centroid Connectors County Line Study Area TAZs Non-Study Area TAZs Raw Model Volumes Map B-3 Validation Roadway Network, and Raw Model Volumes 6824 9393 8724 4 29 488 11971 1555 1853 5681 391 687 5618 17 5648 13 5656 12 11389 59 1493 6986 6565 8683 38 3519 13992 66 7616 18298 16398 12613 8488 192 1281 16 28 1978 1673 266 2295 86 36 3399 778 375 75 7945 81 5921 29496 1182 77 3894 1598 2188 272 1815 4885 14555 14556 6828 492 1721 2164 3154 2614 4 3486 35998 3585 34 149 38834 975 51

6799 66934 777 1251 6121 73974 95 154 172 1 9991 13565 62688 7628 224 93 8 2582 3816 934 2616 592 1 37779 8 129 184 293 88 2766 558 132 15 3 9739 88 128 57853 3 1615 1831 65 48 973 1189 12891 26 4868 245 1351 2153 9845 15 871 76 29853 4 9948 4822 462 3 25 19199 3772 776 24586 3 117 17 1 9882 1551 175 121 487 61 1367 2388 35717 653 18535 95 8878 37 4182 987 2893 11554 515 2829 8857 914 3858 6196 1 519 254 38 12 164 679 9621 39254 97579 7661 687 8 55 28692 511 2377 55 14895 64914 6391 26978 138 2954 227 289 1986 19 58736 174 27991 5698 6256 28579 3676 5375 21 2974 566 2961 29 18749 5934 21196 1973 97 15881 21289 21182 2664 21127 216 94 9219 5589 965 7593 1211 13 1849 74 651 5736 998 651 15695 12535 5957 1 73895 5367 246 58215 15 2576 1794 415 7911 12513 3114 934 58287 488 2948 89 925 8953 196 451 55 938 1768 182 17894 177 11485 6395 71 143 621 6974 1935 7583 3962 367 771 1127 6151 668 574 19 4 358 1485 7121 18128 2869 27 298 8837 2877 1 76981 1854 499 27829 9383 18226 66 45 88 7659 393 178 39787 2218 4 94 2853 6 1813 7669 9863 29185 8294 8264 637 263 1771 1925 1286 1394 1959 1963 2197 8636 277 88216 139 268 22255 39513 2513 1588 6619 12279 816 1785 62295 18 2138 7249 271 1863 36677 27645 1139 9 387 49 6 38193 1726 21153 18 15455 1273 427 21291 11 889 225 37492 89 9 28 87 16 12999 22965 1997 24864 85 11713 24 3786 2821 143 998 84 8555 1465 49 95 382 7624 516 811 6545 11217 62617 118 267 272 1129 168 7459 13 2826 222 1482 981 54551 153 21648 22 1634 88 98 8958 89 7 12596 12211 7 83 1975 187 894 15373 38578 57498 616 17782 214 935 75859 684 1571 21962 7572 739 1 2111 212 6387 5895 67599 72572 17887 53836 478 7371 18 229 51951 11871 11255 15777 261 173 692 949 2854 39487 8378 89684 3786 18491 1413 37921 111 4919 7934 18965 581 1793 4136 39 1897 1292 686 92 82 8353 15163 1386 116 894 36726 39 751 3919 9111 539 27 1211 3579 6798 3 1822 1648 42 28299 1354 176 12592 8696 56888 295 36894 11 5769 12821 9739 2 4 1 Miles F No Build Scenario Capacity Constrained Raw Model Volumes Map B-4 Legend TAZs 1 Lane 2 Lanes 3 Lanes 4 Lanes 6 Lanes 8 Lanes 1 Lanes Centroid Connectors County Line Study Area TAZs Non-Study Area TAZs Hillsborough County Hillsborough County Raw Model Volumes ## B - 2-1

No Build Scenario Segment LOS Thresholds Raw Model Volume Build Out AADT Functional Lane Area Facility Facility 26 Length On From To Class Type Type Type Class A B C D E AADT 26 Build Out Method A (1) Method B (2) Build Out AADT Cross Creek Blvd Bruce B Downs Blvd Kinnan St 1.62 Collector 4D Urban Art CI Major County 26,4,,, 27,9 29,654 37,31 35,95 35,165 35,13 35, Average F 1.6 56,7 6,136 6.1.1 3,56 Cross Creek Blvd Kinnan St C.R.579 2.7 Collector 4D Urban Art CI Major County 26,4,,, 12,5 8,149 19,548 29,985,9 26,657 26,5 Average C.8 71,55 57,457 5.83.97 2,575 Oak Preserve Blvd Kinnan St Meadow Pointe Blvd 1.4 Collector 4D Urban Art CII Major County 22,5 29,9,6 6,162 5,854 5,854 5,85 Method B C.2 8,19 1,62 6.7.112 653 Oak Preserve Blvd Meadow Pointe Blvd C.R.579 1.63 Collector 4D Urban Art CII Major County 22,5 29,9,6 8,184 7,775 7,775 7,75 Method B C.26 12,6 3,274 5.35.89 691 Beardsley Dr Mansfield Blvd Meadow Pointe Dr 1.54 Collector 2U Urban Art CII Major County 9,5 13,7 14,6 14,663 13,93 13,93 14, Method B E 1.2 21,56 22, 4.79.8 1,118 Beardsley Dr Meadow Pointe Dr Wyndfields Blvd n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Method B n/a n/a n/a n/a Beardsley Dr Wyndfields Blvd C.R.579 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Method B n/a n/a n/a n/a Beardsley Dr C.R.579 U.S.31 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Method B n/a n/a n/a n/a County Line Rd Bruce B Downs Blvd Mansfield Blvd 2.35 Arterial 4D Urban Art CI Major County 26,4,,, 14,2 19,,196 24,7 26,694 25,351 25,5 Average B.77 59,925,36 5.11.85 2,172 Oldwoods Ave Meadow Pointe Dr Wyndfields Blvd 1.11 Collector 2U Urban Art CII Major County 9,5 13,7 14,6 12,82 12,162 12,162 12, Method B D.88 13, 11,667 2.8. 56 Oldwoods Ave Wyndfields Blvd C.R.579 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Method B n/a n/a n/a n/a Oldwoods Ave C.R.579 U.S.31 2.65 Collector 4D Urban Art CII Major County 22,5 29,9,6 25,794 24,54 24,54 24,5 Method B D.82 64,925 53,199 6.11.12 2,495 S.R.56 Bruce B Downs Blvd Shoppes of Wiregrass. Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 53,214 5,553 5,553 5,5 Method B C.91, 21,214.65.11 5 S.R.56 Shoppes of Wiregrass Mansfield Blvd 1.2 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 58,511 55,585 55,585 55,5 Method B F 1. 66,6 66,8 3.66.61 3,386 S.R.56 Mansfield Blvd Meadow Pointe Blvd 2.6 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 63,511 6,5 6,5 6,5 Method B F 1.9 124,63 136,349 5.48.91 5,6 S.R.56 Meadow Pointe Dr Wyndfields Blvd 2.34 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 49,185,726,726,5 Method B C.84 18,81 91,495 2.83. 2,193 S.R.56 Wyndfields Blvd New River Rd Ext. 1.7 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3,85,658,658,5 Method B B.75,45,4 1.99. 1,376 S.R.56 New River Rd Ext. C.R.579.66 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3,4,74,74,5 Method B B.79 28,71 22,584 1..22 957 S.R.56 C.R.579 U.S.31 2.88 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 36,276 34,2 34,2 34,5 Method B B.62 99,36 61,988 5..91 3,128 Chancey Rd Ext. Bruce B Downs Blvd Porter Blvd 1.19 Arterial 4D Urban Art CII Major County 22,5 29,9,6 19,93 18,98 18,98 19, Method B C.64 22,61 14,368 2.6.34 6 Chancey Rd Ext. Porter Blvd Meadow Pointe Blvd 2.22 Arterial 4D Urban Art CII Major County 22,5 29,9,6 38,4 36,51 36,51 36,5 Method B F 1.22 81,3 98,916 5.54.92 3,37 Chancey Rd Ext. Meadow Pointe Blvd Wyndfields Blvd 1.51 Arterial 4D Urban Art CII Major County 22,5 29,9,6 28,1 27, 27, 27, Method B D.9 4,77 36,816 2.85.48 1,283 Chancey Rd Wyndfields Blvd New River Ext. 1.1 Arterial 4D Urban Art CII Major County 22,5 29,9,6 3,127 28,621 28,621 28,5 Method B D.95 28,785 27,7 1.92. 912 Chancey Rd New River Ext. C.R.579.75 Arterial 4D Urban Art CII Major County 22,5 29,9,6 21,93 2,38 2,38 2, Method B C.67 15, 1, 1.25.21 7 Chancey Rd C.R.579 Coats Rd 2.3 Arterial 2U Urban Art CII Major County 9,5 13,7 14,6 7,6 6,219 13,76 16,75 14,713 15,7 15,5 Average F 1.13,5 35,599 6.3.11 1,558 Chancey Rd Coats Rd U.S.31 1.71 Arterial 2U Urban Art CII Major County 9,5 13,7 14,6 9,3 6,175 11,7 17,285 14,7 15,811 16, Average F 1.17 27,36,953 3.9.65 1,4 S.R.54 Bruce B Downs Blvd Mansfield Blvd.37 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 39,5 36,891 63,32 67,779 64,59 66,185 66, Average F 1.19 24, 29,145 1.4.17 1,1 S.R.54 Mansfield Blvd C.R.577/Z West Ext 1.93 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3,5 25,5 68,456 84,48 72,264 78,6 78,5 Average F 1. 151,55 215,66 6.49.18 8,491 S.R.54 C.R.577/Z West Ext Meadow Pointe Blvd 1.16 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 26,5 17,97,3 48,75 4,11,47 4, Average F 1.9,4 5,572 1.79.3 1,193 S.R.54 Meadow Pointe Blvd Wyndfields Blvd 1.28 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 25, 14,682,869 72,996 51,778 62,387, Average F 1. 66,56 94,38 2.21.37 1,915 S.R.54 Wyndfields Blvd New River Rd Ext. 1.28 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 25, 12,216 29,4 59, 4,983 5,27, Average F 1.12,48 58,629 2.. 1,367 S.R.54 New River Rd Ext. C.R.579.74 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 25, 11,536 35,3 75,915,9,9,5 Method B F 1.29 35,15 45,494 1.19.2 9 S.R.54 C.R.579 Coats Rd 2.14 Arterial 4D Urban Art CII State 25,,2 35,1 15,1 8,49 3,487 54,745 36,74 36,74 36, Method B F 1.8 77,184 83,693 5.1.85 3,6 S.R.54 Coats Rd City Limits 1. Arterial 4D Urban Art CII State 25,,2 35,1 18,65 8,2,571 54,936,4,4,5 Method B E 1.1 48,91 49,3 2.77. 1,5 S.R.54 City Limts U.S.31. Arterial 4D Urban Art CII State 25,,2 35,1 16,6 5,959 16,264 45,37 26,39 26,39 26,5 Method B D.8 13,727 1,957.83.14 367 Z West Ext C.R.577/Z West Ext Meadow Pointe Blvd 1.6 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7,1 29,59 29,59 29,5 Method B C.8,27 25,135 2.7.35 1,18 Z West Ext Meadow Pointe Blvd Wyndfield Blvd 1.68 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 39,724 37,738 37,738 37,5 Method B F 1.2 63, 64,373 4..72 2,7 Z West Ext Wyndfield Blvd New River Ext.95 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 4,518 38,492 38,492 38,5 Method B F 1.5 36,575 38,369 2.55. 1,636 Z West Ext New River Ext C.R.579.54 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 4,65 38,62 38,62 38, Method B F 1.4 2, 21,2 1..24 899 Eiland Blvd Handcart Road Dean Dairy Rd 2.3 Arterial 4D Urban Art CII Major County 22,5 29,9,6 14,1 8,9,673 51,629 36,663 36,663 36,5 Method B F 1.22 74,95 9,45 4..72 2,634 Eiland Blvd Dean Dairy Rd US 31 1.67 Arterial 4D Urban Art CII Major County 22,5 29,9,6 13,5 14,81,2 29,38 3,5 29,715 3, Average E 1. 5,1 5,268 3.92.65 1,96 Bruce B Downs Blvd Cross Creek Blvd Oaks Preserve Blvd 1.2 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 38,6 37,25 88,1 92,4 87,4 89,854 87,5 Average F 1.58 15, 166,139 4.92.82 7,175 Bruce B Downs Blvd Oaks Preserve Blvd County Line Rd.7 Arterial 4D Urban Art CI State 45, 53,7 55,3 55,3 38,6 34,585 82,698 92,298 84,37 88,33 84,5 Average F 1.53 59,15 9,383 2.88.48 4,56 Bruce B Downs Blvd County Line Rd S.R.56.99 Arterial 4D Urban Art CI State 45, 53,7 55,3 55,3 38,5 27,582 68,716 95,916 77,577 77,577 77,5 Method B F 1.4 76,725 17,6 3.34.56 4,4 Bruce B Downs Blvd S.R.56 Chancey Rd Ext 1.9 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 18,4 17,2 67,618 72,159 66,257 69,28 66,5 Average F 1.2 126,35 151,94 5.17.86 5,73 Bruce B Downs Blvd Chancey Rd Ext S.R.54 1.59 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 17,7 14,59 45,7 55,186,892 51,39, Average C.85 74,73 63,514 3.69.62 2,891 Kinnan St Cross Creek Blvd Oaks Preserve Blvd 1. Collector 2U Urban Art CII Major County 9,5 13,7 14,6 13,5 12,649 12,649 12,5 Method B D.91 18, 16,3 9..154 1,9 Kinnan St Oaks Preserve Blvd Beardsley Dr/Strickland Rd.98 Collector 2U Urban Art CII Major County 9,5 13,7 14,6 11,283 1,719 1,719 1,5 Method B D.77 1,29 7,886 4.13.69 7 Mansfiel Blvd Beardsley Dr/Strickland Rd County Line Rd. Collector 4D Urban Art CII Major County 22,5 29,9,6 26, 25,14 25,14 25, Method B D.84 5,75 4,88..7 171 Mansfiel Blvd County Line Rd S.R.56 1.68 Collector 4D Urban Art CII Major County 22,5 29,9,6 25,264 24,1 24,1 24, Method B D.8 4,,364 3.53.59 1,2 Porter Blvd S.R.56 Chancey Rd Ext 1.22 Collector 4D Urban Art CII Major County 22,5 29,9,6 38,691 36,756 36,756 37, Method B F 1.24 45,14 55,859 3.26.54 2,1 Porter Blvd Chancey Rd Ext S.R.54 1.83 Collector 4D Urban Art CII Major County 22,5 29,9,6 38,254 36,3 36,3 36,5 Method B F 1.22 66,795 81,539 4.7.78 2,859 Meadow Pointe Blvd Oak Preserve Blvd Beardsley Dr. Collector 4D Urban Art CII Major County 22,5 29,9,6 14,153 13,5 13,5 13,5 Method B C.45 7,2 3,17 1.66.28 374 Meadow Pointe Blvd Beardsley Dr Oldwoods Ave.89 Collector 4D Urban Art CII Major County 22,5 29,9,6 2, 24,926,68,68,5 Method B D.79 2,915 16,8 2.. 783 Meadow Pointe Blvd Oldwoods Ave S.R.56.88 Collector 4D Urban Art CII Major County 22,5 29,9,6 2,912 19,866 19,866 2, Method B C.67 17,6 11,773 1.84. 613 Meadow Pointe Blvd S.R.56 Chancey Rd Ext.9 Collector 4D Urban Art CII Major County 22,5 29,9,6 2,563 28,372 26,953 26,953 27, Method B D.9 24,3 21,9 2.26.38 1,17 Meadow Pointe Blvd Chancey Rd Ext S.R.54 1.7 Collector 4D Urban Art CII Major County 22,5 29,9,6 2,74 24,29 22,999 22,999, Method B D.77 39,1 3,77 3.79.63 1,453 Meadow Pointe Blvd S.R.54 Z West Ext.45 Collector 4D Urban Art CII Major County 22,5 29,9,6 28,986 27,537 27,537 27,5 Method B D.92 12,375 11,382 1.12.19 513 Wyndfield Blvd Beardsley Dr Oldwoods Ave n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Method B n/a n/a n/a n/a Wyndfield Blvd Oldwoods Ave S.R.56.7 Collector 4D Urban Art CII Major County 22,5 29,9,6 12,74 12,13 12,13 12, Method B C.4 8,4 3,371 1.17.2 4 Wyndfield Blvd S.R.56 Chancey Rd Ext.81 Collector 4D Urban Art CII Major County 22,5 29,9,6 3,355 28,837 28,837 29, Method B D.97,49 22,783 2.22.37 1,73 Wyndfield Blvd Chancey Rd Ext S.R.54 1.8 Collector 4D Urban Art CII Major County 22,5 29,9,6 28,912 27,6 27,6 27,5 Method B D.92 29,7 27,6 2.71.45 1,2 Wyndfield Blvd S.R.54 Z West Ext 1.27 Collector 4D Urban Art CII Major County 22,5 29,9,6,719 22,5 22,5 22,5 Method B C.75 28,575 21,53 2.82. 1,58 New River Rd S.R.56 Chancey Rd Ext.76 Collector 2U Urban Art CII Major County 9,5 13,7 14,6 8,2 8,48 8,48 8,5 Method B C.59 6,118 3,595 2.27.38 35 New River Rd Chancey Rd Ext S.R.54.75 Collector 2U Urban Art CII Major County 9,5 13,7 14,6 1,5 9,818 9,818 9,8 Method B D.72 7,35 5,258 2.77. 4 New River Rd S.R.54 Z West Ext 1.8 Collector 2U Urban Art CII Major County 9,5 13,7 14,6 7,27 6,676 6,676 6,7 Method B C.49 12,6 5,898 4.89.82 5 C.R.579 Cross Creek Blvd Oak Preserve Blvd 1.9 Arterial 2U Urban Art CI State 9,6 15,4 16,5 16,5 8, 12,285 28,5 18,58,5 21,7,5 Average F 1. 25,615 36,482 5..91 2,1 C.R.579 Oak Preserve Blvd Beardsley Dr 1.22 Arterial 2U Urban Art CI State 9,6 15,4 16,5 16,5 8, 12,3 22, 14,5 17,579 16,56 17,5 Average F 1.6 21,35 22,6 3.3.55 963 C.R.579 Beardsley Dr Oldwoods Ave 1.1 Arterial 2U Urban Art CI State 9,6 15,4 16,5 16,5 8,3 12,371,62 15,3 18,456 16,965 18,5 Average F 1.12 2,35 22,817 3.66.61 1,129 C.R.579 Oldwoods Ave S.R.56.71 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 8,3 12,8 35,,792 3,1 26,967 3, Average C.82 21,3 17,1 1.55.26 775 C.R.579 S.R.56 Chancey Rd.93 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 8,3 12,682 28,791 18,8,64 21,2,5 Average B.64 21,855 13,994 2.38.4 9 C.R.579 Chancey Rd S.R.54.75 Arterial 4D Urban Art CI Major County 26,4,,, 1,5 11,5 37,8 34,459 35,288 34,874 35,5 Average F 1.8 26,625 28,6 2.67.45 1,58 C.R.579 S.R.54 Eiland Blvd 1.85 Arterial 4D Urban Art CI Major County 26,4,,, 11,5 9,768 19,96,499 21,182 22,3 21, Average B.64 38,85 24,7 3.66.61 1,281 Coats Rd Chancey Rd S.R.54 1.51 Collector 2U Urban Art CII Other 6,8 9,9 1,5 5,973 14,86 14,117 14,117 14, Method B F 1. 21,14 29,895 4.36.73 1,17 Dean Dairy Road S.R.54 Eiland Blvd 1.1 Collector 2U Urban Art CII Other 6,8 9,9 1,5 5,3 6,6 9,6 7,591 7,897 7,7 7,9 Average D.8 7,979 6,367 3.17.53 7 U.S.31 Beardsley Dr Oldwoods Ave 1.61 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 14,3 22,457 61,399 39,97 51,295 45,196 51,5 Average F 1.4 82,915 116,3 7.16.119 6,1 U.S.31 Oldwoods Ave S.R.56 1.12 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 14,3 22,4 48, 3,621 38,621 34,621 38,5 Average F 1.5,12 45,5 2.28.38 1,3 U.S.31 S.R.56 Chancey Rd.78 Arterial 2U Urban Art CI State 29,3 35,5 36,7 36,7 14,3 21,824,16 3,2 37,9,8 37,5 Average F 1.2 29,175 29,811 4.91.82 3,69 U.S.31 Chancey Rd S.R.39.69 Arterial 2U Urban Art CI State 29,3 35,5 36,7 36,7 15,8 12,77 38,564 5,4 4,963 45,77, Average F 1.12 28,29,65 1.76.29 1,23 Total 1.53 3,97,281 3,26,514 136,18 Notes: (1) Method A Build Out AADT = 26 AADT x (Build Out Raw Model Volume / 26 Raw Model Volume) (2) Method B Build Out AADT = 26 AADT + [(Build Out Raw Model Volume 26 Raw Model Volume) x MOCF] (3) Assumes LOS STD = "D" Rounded AADT Comments Build Out LOS Build Out v/c (3) VMT VMT x v/c Travel Time [minutes] Travel Time [hours] Vehicle Hours of Travel [veh hr] B - 2-2

66911 66619 764 1256 61494 7345 95 1 16377 13579 1326 51 62871 7656 119 222 858 471 2 9256 2637 162 37553 5454 8496 11594 182 228 8789 18 271 2 181 135 63 84 82 1281 5153 36 163 182 62 25 987 872 1349 248 4851 2458 1 251 98 16 3511 64 1 3975 88 9963 4 2566 199 48 245 2849 34 3 1538 178 1 121 8389 15487 175 4754 12 866 294 7 37557 3 6476 1949 83 9185 3694 4 939 291 5127 2863 12173 8797 664 383 72 4 21 42 37 1283 1637 683 8254 2114 38572 97217 16355 792 6766 845 5535 234 4 14969 624 6389 3 878 2897 4634 263 25 13 581 1717 262 563 64 292 35691 5376 1991 5654 3778 22987 9383 19255 6228 2119 19789 736 15916 35 18654 2663 24 9271 574 919 165 696 1724 18496 257 21388 253 39167 121 587 194 6 11 12 5954 122 76 2165 588 15 2594 1836 4386 187 73 58383 218 2826 453 7764 9 772 29815 115 53 59115 156 18587 181 17565 21262 11669 62 683 189 618 814 1887 7819 73 3539 6818 6592 615 8 354 16 6972 1824 21258 1133 29 2834 9 295 151 7787 8 3773 7765 18135 756 345 1169 8813 6953 3853 176 393 224 56 925 28 79 14 7636 97 2978 255 8186 6 99 3391 187 12622 1657 1873 218 8698 22879 71711 882 26627 389 2161 16 66171 12227 21777 8968 1861 625 1363 213 26814 1896 786 37396 28175 11267 39948 3799 37192 28666 38966 1737 12 12678 1269 817 216 25169 2251 38267 1 915 2545 11511 8979 14576 1367 2586 272 19969 12672 24912 4599 2737 74 273 155 9951 8599 169 55 7882 93 7 5 64583 1122 699 12 2218 18857 1151 188 7261 13 4853 2934 16 398 54845 145 211 83 1679 28718 351 957 86 711 2196 739 12493 815 2579 1761 26696 15395 386 5784 1277 6 8581 4571 178 21559 385 756 667 157 2376 76 747 156 21863 6582 5693 67751 71855 1767 5893 17 743 1139 222 1917 53772 11753 154 25958 1 5926 11 927 39 837 2855 9 3918 8 89767 37762 18151 17 386 45486 854 194 582 1788 4828 3964 1766 67913 28663 537 979 818 12 16 867 15 79 8 3982 645 272 3778 925 2788 18 1668 49 191 285 17 17636 12659 8734 5728 78 34989 36626 114 5948 18 2 4 1 Miles F Build Out Oldswood Only Capacity Restraint Raw Model Volumes Map B-5 Hillsborough County Hillsborough County Raw Model Volumes ## Legend TAZs 1 Lane 2 Lanes 3 Lanes 4 Lanes 6 Lanes 8 Lanes 1 Lanes Centroid Connectors County Line Study Area TAZs Non-Study Area TAZs B - 3-1

Oldwoods Ave Only Scenario Segment LOS Thresholds Raw Model Volume Build Out AADT Functional Lane Area Facility Facility 26 Length On From To Class Type Type Type Class A B C D E AADT 26 Build Out Method A (1) Method B (2) Build Out AADT Cross Creek Blvd Bruce B Downs Blvd Kinnan St 1.62 Collector 4D Urban Art CI Major County 26,4,,, 27,9 29,654 37,371 35,161 35,2 35,196 35, Average F 1.6 56,7 6,136 6.3.11 3,518 Cross Creek Blvd Kinnan St C.R.579 2.7 Collector 4D Urban Art CI Major County 26,4,,, 12,5 8,149 19,613 3,85,391 26,738 26,5 Average C.8 71,55 57,457 5.82.97 2,571 Oak Preserve Blvd Kinnan St Meadow Pointe Blvd 1.4 Collector 4D Urban Art CII Major County 22,5 29,9,6 6,183 5,874 5,874 5,85 Method B C.2 8,19 1,62 6.7.112 653 Oak Preserve Blvd Meadow Pointe Blvd C.R.579 1.63 Collector 4D Urban Art CII Major County 22,5 29,9,6 7,612 7,2 7,2 7,25 Method B C.24 11,818 2,865 5.35.89 6 Beardsley Dr Mansfield Blvd Meadow Pointe Dr 1.54 Collector 2U Urban Art CII Major County 9,5 13,7 14,6 15,2 14,48 14,48 14,5 Method B E 1.6 22,,634 5.6.84 1,2 Beardsley Dr Meadow Pointe Dr Wyndfields Blvd n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a... Beardsley Dr Wyndfields Blvd C.R.579 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a... Beardsley Dr C.R.579 U.S.31 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a... County Line Rd Bruce B Downs Blvd Mansfield Blvd 2.35 Arterial 4D Urban Art CI Major County 26,4,,, 14,2 19,,451 24,197 26,937 25,567 25,5 Average B.77 59,925,36 5.14.86 2,185 Oldwoods Ave Meadow Pointe Dr Wyndfields Blvd 1.11 Collector 4D Urban Art CII Major County 22,5 29,9,6 21,92 2,37 2,37 2, Method B C.67 22,2 14,849 2.3.38 767 Oldwoods Ave Wyndfields Blvd C.R.579 1.57 Collector 4D Urban Art CII Major County 22,5 29,9,6 16,3 15,9 15,9 15,5 Method B C. 24,5 12,615 2.99.5 772 Oldwoods Ave C.R.579 U.S.31 2.65 Collector 4D Urban Art CII Major County 22,5 29,9,6 26,89 25,9 25,9 25,5 Method B D.85 67,575 57,6 6..15 2,682 S.R.56 Bruce B Downs Blvd Shoppes of Wiregrass. Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3,645 5,13 5,13 5, Method B C.9, 2,796.63.11 5 S.R.56 Shoppes of Wiregrass Mansfield Blvd 1.2 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 58,573 55,6 55,6 55,5 Method B F 1. 66,6 66,8 3.66.61 3,386 S.R.56 Mansfield Blvd Meadow Pointe Blvd 2.6 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 63,46 6,6 6,6 6, Method B F 1.8 1,6 134,15 5.96.99 5,96 S.R.56 Meadow Pointe Dr Wyndfields Blvd 2.34 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 45,83,513,513,5 Method B B.79 11,79 8,7 2.67.45 1,936 S.R.56 Wyndfields Blvd New River Rd Ext. 1.7 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 36,7 34,511 34,511 34,5 Method B B.62 36,915,3 1.83. 1, S.R.56 New River Rd Ext. C.R.579.66 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 36,576 34,7 34,7 34,5 Method B B.62 22,77 14,26 1.18.2 679 S.R.56 C.R.579 U.S.31 2.88 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 35,693,98,98 34, Method B B.61 97,92 6,24 5.45.91 3,88 Chancey Rd Ext. Bruce B Downs Blvd Porter Blvd 1.19 Arterial 4D Urban Art CII Major County 22,5 29,9,6 2,27 19,26 19,26 19, Method B C.64 22,61 14,368 2.6.34 6 Chancey Rd Ext. Porter Blvd Meadow Pointe Blvd 2.22 Arterial 4D Urban Art CII Major County 22,5 29,9,6 38,498 36,573 36,573 36,5 Method B F 1.22 81,3 98,916 5.55.93 3,376 Chancey Rd Ext. Meadow Pointe Blvd Wyndfields Blvd 1.51 Arterial 4D Urban Art CII Major County 22,5 29,9,6 26,789 25,45 25,45 25,5 Method B D.85 38,55,839 2.76. 1,173 Chancey Rd Wyndfields Blvd New River Ext. 1.1 Arterial 4D Urban Art CII Major County 22,5 29,9,6 27,66 25,713 25,713 25,5 Method B D.85 25,755 21,965 1.81.3 769 Chancey Rd New River Ext. C.R.579.75 Arterial 4D Urban Art CII Major County 22,5 29,9,6 2,47 19,387 19,387 19,5 Method B C.65 14,625 9,538 1.25.21 46 Chancey Rd C.R.579 Coats Rd 2.3 Arterial 2U Urban Art CII Major County 9,5 13,7 14,6 7,6 6,219 13,75 16,748 14,712 15,73 15,5 Average F 1.13,5 35,599 6.2.1 1,555 Chancey Rd Coats Rd U.S.31 1.71 Arterial 2U Urban Art CII Major County 9,5 13,7 14,6 9,3 6,175 11,398 17,166 14,262 15,714 15,5 Average F 1.13 26,55 29,987 3.87.65 1, S.R.54 Bruce B Downs Blvd Mansfield Blvd.37 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 39,5 36,891 62,25 66,2 63,377 64,894 65, Average F 1.18 24,5 28,269 1.1.17 1,94 S.R.54 Mansfield Blvd C.R.577/Z West Ext 1.93 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3,5 25,5 68,2 84,13 72,5 78,9 78, Average F 1. 15,54 212,5 6..17 8,359 S.R.54 C.R.577/Z West Ext Meadow Pointe Blvd 1.16 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 26,5 17,97 3,975 48,11 39,684,8 39,5 Average F 1.8 45,82 49,6 1.79.3 1,178 S.R.54 Meadow Pointe Blvd Wyndfields Blvd 1.28 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 25, 14,682,579 72, 51, 62,2 51,5 Average F 1.4 65,92 92,54 2.1.35 1,83 S.R.54 Wyndfields Blvd New River Rd Ext. 1.28 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 25, 12,216,757 48,619 35,964,291 36, Average D.98,8 45,21 1.97. 1,182 S.R.54 New River Rd Ext. C.R.579.74 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 25, 11,536 29,999 65,12,54,54,5 Method B F 1.16,45 36, 1.14.19 88 S.R.54 C.R.579 Coats Rd 2.14 Arterial 4D Urban Art CII State 25,,2 35,1 15,1 8,49 3,611 54,968 36,192 36,192 36, Method B F 1.8 77,184 83,693 5.21.87 3,126 S.R.54 Coats Rd City Limits 1. Arterial 4D Urban Art CII State 25,,2 35,1 18,65 8,2,668 55,162,5,5,5 Method B E 1.1 48,91 49,3 2.77. 1,5 S.R.54 City Limts U.S.31. Arterial 4D Urban Art CII State 25,,2 35,1 16,6 5,959 16,516,9 26,629 26,629 26,5 Method B D.8 13,727 1,957.83.14 367 Z West Ext C.R.577/Z West Ext Meadow Pointe Blvd 1.6 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7,245 29,683 29,683 29,5 Method B C.8,27 25,135 2.7.35 1,18 Z West Ext Meadow Pointe Blvd Wyndfield Blvd 1.68 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 39,58 37,61 37,61 37,5 Method B F 1.2 63, 64,373 4.29.72 2,681 Z West Ext Wyndfield Blvd New River Ext.95 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 4,291 38,276 38,276 38,5 Method B F 1.5 36,575 38,369 2.. 1,617 Z West Ext New River Ext C.R.579.54 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 39,82 37,812 37,812 38, Method B F 1.4 2, 21,2 1..24 893 Eiland Blvd Handcart Road Dean Dairy Rd 2.3 Arterial 4D Urban Art CII Major County 22,5 29,9,6 14,1 8,9,727 51,715 36,714 36,714 36,5 Method B F 1.22 74,95 9,45 4..72 2,634 Eiland Blvd Dean Dairy Rd US 31 1.67 Arterial 4D Urban Art CII Major County 22,5 29,9,6 13,5 14,81,45 29,539 3,215 29,877 3, Average E 1. 5,1 5,268 4.5.68 2,25 Bruce B Downs Blvd Cross Creek Blvd Oaks Preserve Blvd 1.2 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 38,6 37,25 88,22 91,973 87,5 89,64 87, Average F 1.57 14,4 164,2 4.83.81 7,4 Bruce B Downs Blvd Oaks Preserve Blvd County Line Rd.7 Arterial 4D Urban Art CI State 45, 53,7 55,3 55,3 38,6 34,585 82,1 91,989 84, 88,17 84, Average F 1. 58,8 89,6 2.87.48 4,18 Bruce B Downs Blvd County Line Rd S.R.56.99 Arterial 4D Urban Art CI State 45, 53,7 55,3 55,3 38,5 27,582 68,881 96,1 77,734 77,734 77,5 Method B F 1.4 76,725 17,6 3.34.56 4,4 Bruce B Downs Blvd S.R.56 Chancey Rd Ext 1.9 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 18,4 17,2 67,764 72,5 66,396 69,356 66,5 Average F 1.2 126,35 151,94 5.19.87 5,7 Bruce B Downs Blvd Chancey Rd Ext S.R.54 1.59 Arterial 6D Urban Art CI State 45, 53,7 55,3 55,3 17,7 14,59,372 54,1,7 5,1, Average C.83 73,14 6,84 3.68.61 2,821 Kinnan St Cross Creek Blvd Oaks Preserve Blvd 1. Collector 2U Urban Art CII Major County 9,5 13,7 14,6 13,4 12,759 12,759 13, Method B D.95 18,72 17,764 9..155 2,17 Kinnan St Oaks Preserve Blvd Beardsley Dr/Strickland Rd.98 Collector 2U Urban Art CII Major County 9,5 13,7 14,6 11,271 1,77 1,77 1,5 Method B D.77 1,29 7,886 4.2.7 735 Mansfiel Blvd Beardsley Dr/Strickland Rd County Line Rd. Collector 4D Urban Art CII Major County 22,5 29,9,6 26,995 25,645 25,645 25,5 Method B D.85 5,865 5,2..7 179 Mansfiel Blvd County Line Rd S.R.56 1.68 Collector 4D Urban Art CII Major County 22,5 29,9,6 24,83,589,589,5 Method B D.79 39,48,29 3.5.58 1,371 Porter Blvd S.R.56 Chancey Rd Ext 1.22 Collector 4D Urban Art CII Major County 22,5 29,9,6 38,71 36,766 36,766 37, Method B F 1.24 45,14 55,859 3.27.55 2,17 Porter Blvd Chancey Rd Ext S.R.54 1.83 Collector 4D Urban Art CII Major County 22,5 29,9,6 38,29 36,376 36,376 36,5 Method B F 1.22 66,795 81,539 4.7.78 2,859 Meadow Pointe Blvd Oak Preserve Blvd Beardsley Dr. Collector 4D Urban Art CII Major County 22,5 29,9,6 13,21 12,5 12,5 12,5 Method B C. 6,5 2,717 1.85. 385 Meadow Pointe Blvd Beardsley Dr Oldwoods Ave.89 Collector 4D Urban Art CII Major County 22,5 29,9,6 2, 26,41 25,81 25,81 25, Method B D.84 22,25 18,64 2.1.35 875 Meadow Pointe Blvd Oldwoods Ave S.R.56.88 Collector 4D Urban Art CII Major County 22,5 29,9,6 18,937 17,99 17,99 18, Method B C.6 15,84 9,536 1.76.29 8 Meadow Pointe Blvd S.R.56 Chancey Rd Ext.9 Collector 4D Urban Art CII Major County 22,5 29,9,6 2,563 28,865 27,2 27,2 27,5 Method B D.92 24,75 22,763 2.3.38 1,54 Meadow Pointe Blvd Chancey Rd Ext S.R.54 1.7 Collector 4D Urban Art CII Major County 22,5 29,9,6 2,74,891 22,696 22,696 22,5 Method B C.75 38,25 28,783 3.75.63 1,46 Meadow Pointe Blvd S.R.54 Z West Ext.45 Collector 4D Urban Art CII Major County 22,5 29,9,6 29,34 27,582 27,582 27,5 Method B D.92 12,375 11,382 1.13.19 518 Wyndfield Blvd Beardsley Dr Oldwoods Ave n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a. n/a n/a Wyndfield Blvd Oldwoods Ave S.R.56.7 Collector 4D Urban Art CII Major County 22,5 29,9,6 21,262 2,199 2,199 2, Method B C.67 14, 9,365 1.3.22 4 Wyndfield Blvd S.R.56 Chancey Rd Ext.81 Collector 4D Urban Art CII Major County 22,5 29,9,6 3,817 29,276 29,276 29,5 Method B D.99,895,575 2.25.38 1,16 Wyndfield Blvd Chancey Rd Ext S.R.54 1.8 Collector 4D Urban Art CII Major County 22,5 29,9,6 29,57 28,92 28,92 28, Method B D.94 3,24 28,8 2.78. 1,297 Wyndfield Blvd S.R.54 Z West Ext 1.27 Collector 4D Urban Art CII Major County 22,5 29,9,6,611 22, 22, 22,5 Method B C.75 28,575 21,53 2.82. 1,58 New River Rd S.R.56 Chancey Rd Ext.76 Collector 2U Urban Art CII Major County 9,5 13,7 14,6 8,78 7,674 7,674 7,65 Method B C.56 5,814 3,2 2.21.37 282 New River Rd Chancey Rd Ext S.R.54.75 Collector 2U Urban Art CII Major County 9,5 13,7 14,6 1,15 9,6 9,6 9,65 Method B D.7 7,8 5,98 2.69.45 4 New River Rd S.R.54 Z West Ext 1.8 Collector 2U Urban Art CII Major County 9,5 13,7 14,6 6,881 6,537 6,537 6,55 Method B C.48 11,79 5,637 4.87.81 5 C.R.579 Cross Creek Blvd Oak Preserve Blvd 1.9 Arterial 2U Urban Art CI State 9,6 15,4 16,5 16,5 8, 12,285 28,794 18,751,684 21,217,5 Average F 1. 25,615 36,482 5.56.93 2,178 C.R.579 Oak Preserve Blvd Beardsley Dr 1.22 Arterial 2U Urban Art CI State 9,6 15,4 16,5 16,5 8, 12,3 22,34 14,5 17,493 15,984 17,5 Average F 1.6 21,35 22,6 3.25.54 948 C.R.579 Beardsley Dr Oldwoods Ave 1.1 Arterial 2U Urban Art CI State 9,6 15,4 16,5 16,5 8,3 12,371 22,1 14,858 17,586 16,222 17,5 Average F 1.6 19,25 2,7 3.38.56 986 C.R.579 Oldwoods Ave S.R.56.71 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 8,3 12,8 28,718 19,35,88 21,615 24, Average B.65 17,4 11,1 1.3.22 C.R.579 S.R.56 Chancey Rd.93 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 8,3 12,682 28,87 18,382 22,935 2,658, Average B.63 21,39 13,45 2..39 886 C.R.579 Chancey Rd S.R.54.75 Arterial 4D Urban Art CI Major County 26,4,,, 1,5 11,5 37,5 34,457 35,286 34,871 35,5 Average F 1.8 26,625 28,6 2.68.45 1,586 C.R.579 S.R.54 Eiland Blvd 1.85 Arterial 4D Urban Art CI Major County 26,4,,, 11,5 9,768 2,4 24,14 21,671 22,888 21,5 Average B.65 39,775 25,914 3.68.61 1,9 Coats Rd Chancey Rd S.R.54 1.51 Collector 2U Urban Art CII Other 6,8 9,9 1,5 5,973 14,897 14,1 14,1 14, Method B F 1. 21,14 29,895 4.37.73 1,2 Dean Dairy Road S.R.54 Eiland Blvd 1.1 Collector 2U Urban Art CII Other 6,8 9,9 1,5 5,3 6,6 9, 7,576 7,881 7,729 7,9 Average D.8 7,979 6,367 3.17.53 7 U.S.31 Beardsley Dr Oldwoods Ave 1.61 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 14,3 22,457 61,494 39,158 51,385 45,271 51,5 Average F 1.4 82,915 116,3 7.19.12 6,171 U.S.31 Oldwoods Ave S.R.56 1.12 Arterial 4D Urban Art CI State 29,3 35,5 36,7 36,7 14,3 22,4,9 29,92 37,577,749 37,5 Average F 1.2,,916 2.16.36 1,35 U.S.31 S.R.56 Chancey Rd.78 Arterial 2U Urban Art CI State 29,3 35,5 36,7 36,7 14,3 21,824,8 3,297 37,493,895 37,5 Average F 1.2 29,175 29,811 4.93.82 3,81 U.S.31 Chancey Rd S.R.39.69 Arterial 2U Urban Art CI State 29,3 35,5 36,7 36,7 15,8 12,77 38,2 5,397 4,9 45,66, Average F 1.12 28,29,65 1.76.29 1,23 Total 1.36 3,86,719 3,196,515 135,561 Notes: (1) Method A Build Out AADT = 26 AADT x (Build Out Raw Model Volume / 26 Raw Model Volume) (2) Method B Build Out AADT = 26 AADT + [(Build Out Raw Model Volume 26 Raw Model Volume) x MOCF] (3) Assumes LOS STD = "D" Rounded AADT Comments Build Out LOS Build Out v/c (3) VMT VMT x v/c Travel Time [minutes] Travel Time [hours] Vehicle Hours of Travel [veh hr] B - 3-2